CN205908012U - Positioner of high -rise shear force wall construction joint department's reinforcing bar and template - Google Patents
Positioner of high -rise shear force wall construction joint department's reinforcing bar and template Download PDFInfo
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- CN205908012U CN205908012U CN201620834900.0U CN201620834900U CN205908012U CN 205908012 U CN205908012 U CN 205908012U CN 201620834900 U CN201620834900 U CN 201620834900U CN 205908012 U CN205908012 U CN 205908012U
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- connector
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- bayonet socket
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Abstract
The utility model discloses a positioner of high -rise shear force wall construction joint department's reinforcing bar and template, including fixed cushion and bracing piece, fixed cushion is by the lip block, the bayonet socket, the connector, the stiffening rib, interior support and mounting hole are formed, the both sides lower extreme of lip block is provided with the bayonet socket, the both sides upper end of lip block is provided with the connector, the top of connector is equipped with the mounting hole, the lower extreme of mounting hole is provided with horizontal installation's interior support, fixed cushion is made for plastics, be provided with the stiffening rib in lip block and the connector, shoring for 20 20mm's square of lip block, length is the thickness of shear force wall, the bayonet socket is 23 semicircles that the interior diameter is 16mm, the opening part is splayed, the connector is installed between lip block and interior support and for 10 10mm's square, interior support is 50 50mm's square, the side length of connector is 15mm, the diameter of mounting hole is 14mm. This positioner location is accurate reliable, and maneuverability is strong, non -deformable, and construction convenience.
Description
Technical field
This utility model is related to a kind of positioner, particularly to reinforcing bar at a kind of high-layer shear force wall construction joint and template
Positioner, belongs to architectural engineering construction technique field.
Background technology
Shear wall is extensively applied in high building structure, and the construction quality of shear wall directly affects agent structure safety.
Particularly at the construction joint of shear wall, the fixing difficulty of vertical reinforcement is big, in concreting, the easy off normal of reinforcing bar, once steel
Muscle off normal is larger, must also be processed；Construction upper strata shear wall formwork, traditional construction method is mouth welding under vertical reinforcement
Fixed form shored by reinforcing bar, vertical reinforcement can be caused to damage, using above-mentioned construction method, all can cause in welding process
Larger to agent structure security implication.
Utility model content
The technical problems to be solved in the utility model is to overcome the fixing difficulty of vertical reinforcement at the construction joint of shear wall big,
During concreting, the defect of the easy off normal of reinforcing bar, provide the positioning of reinforcing bar and template at a kind of high-layer shear force wall construction joint to fill
Put.
In order to solve above-mentioned technical problem, this utility model provides following technical scheme:
This utility model provides the positioner of reinforcing bar and template at a kind of high-layer shear force wall construction joint, including fixing pad
Block and support bar, described fixing cushion block is fixedly connected with longitudinal reinforcement and transverse steel respectively, and described fixing cushion block is by supporting pad
Block, bayonet socket, connector, ribbed stiffener, inner support and installing hole composition, the both sides lower end of described lip block is provided with described card
Mouthful, the both sides upper end of described lip block is provided with described connector, and the top of described connector is provided with described installing hole, described
The lower end of installing hole is provided with the described inner support being horizontally mounted, and described fixing cushion block is made up of plastics, described lip block and
Described connection is provided with described ribbed stiffener, the square shored for 20 × 20mm of described lip block in vivo, and length is shearing
The thickness of wall, described bayonet socket is 2/3 semicircle that interior diameter is 16mm, is splayed configuration at opening, and described connector is installed on described
Between lip block and described inner support and for 10 × 10mm square, described inner support be 50 × 50mm square, institute
The side length stating connector is 15mm, a diameter of 14mm of described installing hole.
As a kind of optimal technical scheme of the present utility model, described support bar is made up of screw bolt and nut, described bolt
Two ends be provided with a described nut, a diameter of 10mm of described bolt, length is the thickness of shear wall.
The beneficial effect that this utility model is reached is: not only accurate positioning is reliable for this positioner, workable, no
Yielding, and easy construction, reduce construction cost, improve work efficiency the construction matter it is ensured that at shear wall construction seam
Amount.
Brief description
Accompanying drawing is used for providing further understanding to of the present utility model, and constitutes a part for description, with this practicality
New embodiment is used for explaining this utility model together, does not constitute to restriction of the present utility model.In the accompanying drawings:
Fig. 1 be the utility model proposes high-layer shear force wall construction joint at reinforcing bar and template positioner subjective signal
Figure；
Fig. 2 be the utility model proposes high-layer shear force wall construction joint at reinforcing bar and template positioner in fixing pad
Block band local Split type structure schematic diagram；
Fig. 3 is a-a cross-sectional view in this utility model Fig. 2；
In figure: 1. longitudinal reinforcement, 2. transverse steel, 3. lip block, 4. bayonet socket, 5. connector, 6. inner support, 7. put more energy into
Rib, 8. bolt, 9. nut, 10. installing port, 11. templates.
Specific embodiment
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is illustrated it will be appreciated that described herein excellent
Select embodiment to be merely to illustrate and explain this utility model, be not used to limit this utility model.
Embodiment 1
As Figure 1-3, this utility model provides the positioning dress of reinforcing bar and template at a kind of high-layer shear force wall construction joint
Put, including fixing cushion block and support bar, fixing cushion block is fixedly connected with longitudinal reinforcement 1 and transverse steel 2 respectively, fixing cushion block by
Lip block 3, bayonet socket 4, connector 5, ribbed stiffener 7, inner support 6 and installing hole 10 form, the both sides lower end setting of lip block 3
There is bayonet socket 4, the both sides upper end of lip block 3 is provided with connector 5, and the top of connector 5 is provided with installing hole 10, installing hole 10
Lower end is provided with the inner support 6 being horizontally mounted, and fixing cushion block is made up of plastics, is provided with and puts more energy in lip block 3 and connector 5
Rib 7, the square shored for 20 × 20mm of lip block 3, length is the thickness of shear wall；Bayonet socket 4 is interior diameter is 16mm
2/3 semicircle, at opening be splayed configuration, connector 5 be installed between lip block 3 and inner support 6 and for 10 × 10mm just
Square, inner support 6 is the square of 50 × 50mm, and the side length of connector 5 is 15mm；A diameter of 14mm of installing hole 10.
Further, support bar is mainly made up of bolt 8 and nut 9, and the two ends of bolt 8 are provided with a nut 9, spiral shell
A diameter of 10mm of bolt 8, length is the thickness of shear wall.
Operation principle of the present utility model is: during use, will be mainly by lip block 3, bayonet socket 4, connector 5, ribbed stiffener
7th, the shearing of this layer is inserted within the walls in the fixing cushion block lower end of inner support 6 and installing hole 10 composition, will bayonet socket 4 and shearing within the walls
Transverse steel 2 connects, and keeps lip block 3 horizontal, and makes inner support 6 go out concrete floor 50mm, and by inner support 6 with
Upper strata transverse steel 2 connects, and with vertical reinforcement 1 colligation firmly, inner support 6 makes the locating support of shear force wall reinforcing steel bar to transverse steel 2,
Can ensure that reinforcing bar not off normal in concreting；After the concreting of this layer finishes, the shear wall on upper strata is carried out
Unwrapping wire, inserts bolt 8 in installing hole 10 simultaneously, and nut 9 correspondence is screwed on bolt 8, by the top of bolt 8 and shear wall
Sideline concordant it is achieved that effective positioning of support bar and template 11.
The beneficial effect that this utility model is reached is: not only accurate positioning is reliable for this positioner, workable, no
Yielding, and easy construction, reduce construction cost, improve work efficiency the construction matter it is ensured that at shear wall construction seam
Amount.
Finally it is noted that the foregoing is only preferred embodiment of the present utility model, it is not limited to this
Utility model, although being described in detail to this utility model with reference to the foregoing embodiments, for those skilled in the art
For, it still can be modified to the technical scheme described in foregoing embodiments, or to wherein some technical characteristics
Carry out equivalent.All of the present utility model spirit and principle within, any modification, equivalent substitution and improvement made etc., all
Should be included within protection domain of the present utility model.
Claims (2)
1. at a kind of high-layer shear force wall construction joint reinforcing bar and template positioner, including fixing cushion block and support bar, its feature
It is, described fixing cushion block is fixedly connected with longitudinal reinforcement (1) and transverse steel (2) respectively, and described fixing cushion block is by supporting pad
Block (3), bayonet socket (4), connector (5), ribbed stiffener (7), inner support (6) and installing hole (10) composition, described lip block (3)
Both sides lower end is provided with described bayonet socket (4), and the both sides upper end of described lip block (3) is provided with described connector (5), described company
The top of junctor (5) is provided with described installing hole (10), and the lower end of described installing hole (10) is provided with described interior being horizontally mounted
Support (6), described fixing cushion block is made up of plastics, is provided with described ribbed stiffener in described lip block (3) and described connector (5)
(7), the square shored for 20 × 20mm of described lip block (3), length is the thickness of shear wall, and described bayonet socket (4) is
Interior diameter is 2/3 semicircle of 16mm, is splayed configuration at opening, and described connector (5) is installed on described lip block (3) and described
Between inner support (6) and for 10 × 10mm square, described inner support (6) be 50 × 50mm square, described connector
(5) side length is 15mm, a diameter of 14mm of described installing hole (10).
2. at a kind of high-layer shear force wall construction joint according to claim 1 reinforcing bar and template positioner, its feature exists
In, described support bar is made up of bolt (8) and nut (9), and the two ends of described bolt (8) are provided with a described nut (9),
A diameter of 10mm of described bolt (8), length is the thickness of shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620834900.0U CN205908012U (en) | 2016-08-04 | 2016-08-04 | Positioner of high -rise shear force wall construction joint department's reinforcing bar and template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620834900.0U CN205908012U (en) | 2016-08-04 | 2016-08-04 | Positioner of high -rise shear force wall construction joint department's reinforcing bar and template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205908012U true CN205908012U (en) | 2017-01-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620834900.0U Active CN205908012U (en) | 2016-08-04 | 2016-08-04 | Positioner of high -rise shear force wall construction joint department's reinforcing bar and template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205908012U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725539A (en) * | 2019-10-12 | 2020-01-24 | 江苏省华建建设股份有限公司 | Template positioning system for pouring and tamping concrete and installation method thereof |
-
2016
- 2016-08-04 CN CN201620834900.0U patent/CN205908012U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725539A (en) * | 2019-10-12 | 2020-01-24 | 江苏省华建建设股份有限公司 | Template positioning system for pouring and tamping concrete and installation method thereof |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |